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?S, V FOR MARIPOSA RC SEE DING MR -01 - n Vr CURVE DATA NO. PC/PRC PT R(ft.) ❑ T(ft.) L(ft-) 60 AR 100+80.33 AR 102+99.72 239.37 52.510 118.08 219.39 o AR 102+99.72 AR 105+53.75 955.34 15.24` 127.77 254.03 40 36 32 �7 FLAN — STA AR 100+00 TO STA AR 107+00 SCALE: 1"=40' 64 II o ----------------------------- ------------ ------- ........ ---— .............................................. 1° 60 0 N �. 0 + T— o � CO 56 'r.— r II 52 �-- � a------------ --------------------- � ---------. � �_PROFILE - -- - - LU 48 �i O -f 0 - -- -- - CID co + 000 44 40 36 32 �7 FLAN — STA AR 100+00 TO STA AR 107+00 SCALE: 1"=40' FOR LOCATION OF PULL BOX. 2. PROVIDE 2 1/2" SCHEDULE 80 PVC CONDUIT W/#8 INSULATED BLACK WIRE AND PULL ROPE. PROVIDE #6 PULL BOX 68 AT 500' MAXIMUM SPACING (SEE DWG SP -03). 64 60 56 52 48 44 40 36 RECORD DRAWIN 32 C, erections By ShloukJ Very he Site Of Work. 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 PROFILE — AR—LINE HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE HORIZ SCALE: 1"=40' 40 20 d 20 40 $ 4 0 4 $ VERT SCALE: 1"=8' INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO. All plans, drawings, specifi- A. WHALEN Burlington Northern Santa Fe ��p pRflLE55��Nq! MARL POSA ROAD GRADE SEPARATION DRAWING NO. cations. and or information DRAWN BY furnished herewith Shall . �-�' ��'�'r`^ �� AND REALIGNMENT AR -01 property Y Railway Company -� remain the r0 ert Of the H. PHAN ALAN CRAIG BOONS REVISION SHEET N0. 9N Burlington Northern Santa CHECKED BY c� �, Fe Railway Company and shall be held confidential-, A. SILVER No. 37913 and shall not used for APPROVED BY Frederic R. Harris, Inc® Exp. 03-31-d5 AUSTIN ROAD -- PLAN & PROFILE 19 of 51 any purpose nott prodded for in agreements with the A. BOONE sr CIVIL SCALE Burlington Northern Santa Sal University Avenue, Suite 2� �T �� STA AR 100+00 TO STA AR 107+00 AS SHOWN Fe Railway Company. DATE Sacramento, California 9585 OF CAG�F� REV. DATE DESCRIPTION BY S JBL APP. I SEPTEMBER 13, 2001 F AIIIM 100.0 VC - -- - ----------------------------- ------------ ------- ........ ---— .............................................. ---------------------------------------------------- - ------------------------------------------------------ -- -- -- - - - -- --------------- ........................ .... ....................... .....--.................................. ............... ............. ....... .. _ ____._-_------------------------- -------------------- 0 _ .GRADE .......-_-..__._..____ ---------- ----- � �-- � a------------ --------------------- � ---------. � �_PROFILE - -- - - _ _ . - — --- - - - -- -- -f 0 - -- -- - CID co + 000 CID co EXISTINGGROUND ............. -... ......................... - ......... . LU -.....Q.--- ---------- -- ' ----------------------------------r -- ---- ------ --------- —-..-..._.-Y_ _...._........... ..................................................y................._........ ............. ...._.__._._............ ------------------ UU > W U....... U� -------------------- ---------------M ------------------- ' w — _---------- -----------------------------------------= ------ ------------------------------------ ....... -------------------------- ----------------------------------------------------------- ...... ......... ...._.............w......... _ __ -_ __ _ _ _ _. ._- __ - __- - - ----- ------ ------ ---- ---- -- ------ — - - --------------------------------------------- ---------- --- - -- --- -0.13% o -.......... 0-] [ P l_�1_T__ ELE1I = 46s_6_�. _-- � I I Gk PQM T ELE-V - � � 73 ------------------------------------------ -----------------_-.-----------------..... - -- - - - ' --5��--0-9-+-F-4. H----- P--G+NT ---S-T--A---�----1�-}-- -4-2-: 7-�- P--V4 - &TA 100+ 4 PVI S A 1 � 2 + g - -- -- -- -- --- -4 c - --------------- A _ ------------------------------------------- — _ ._...._.-..._..... A . __ . _ = 1.7T ------------- ---_----------------- --------------------------------------------- --------------------------------------.------ ---- -- .....--....................... ........................... -.- ......... _ _....... _............._ _._ _....__.._.._._..- a ---------------------------- ----- ------------ 9.24 K 56.03 � Ln a) I� U -i rr] [D �] M cD n CV � LD CV CD Q7 �] O 1`0 CV E {] cD co O �t r-] � `} f� CV CV a OQ C�1 - 00 cD � � f� � 00 cc 00 00 c0 cc o� DO oD 00 00 00 M co a o 00 00 FOR LOCATION OF PULL BOX. 2. PROVIDE 2 1/2" SCHEDULE 80 PVC CONDUIT W/#8 INSULATED BLACK WIRE AND PULL ROPE. PROVIDE #6 PULL BOX 68 AT 500' MAXIMUM SPACING (SEE DWG SP -03). 64 60 56 52 48 44 40 36 RECORD DRAWIN 32 C, erections By ShloukJ Very he Site Of Work. 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 PROFILE — AR—LINE HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE HORIZ SCALE: 1"=40' 40 20 d 20 40 $ 4 0 4 $ VERT SCALE: 1"=8' INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO. All plans, drawings, specifi- A. WHALEN Burlington Northern Santa Fe ��p pRflLE55��Nq! MARL POSA ROAD GRADE SEPARATION DRAWING NO. cations. and or information DRAWN BY furnished herewith Shall . �-�' ��'�'r`^ �� AND REALIGNMENT AR -01 property Y Railway Company -� remain the r0 ert Of the H. PHAN ALAN CRAIG BOONS REVISION SHEET N0. 9N Burlington Northern Santa CHECKED BY c� �, Fe Railway Company and shall be held confidential-, A. SILVER No. 37913 and shall not used for APPROVED BY Frederic R. Harris, Inc® Exp. 03-31-d5 AUSTIN ROAD -- PLAN & PROFILE 19 of 51 any purpose nott prodded for in agreements with the A. BOONE sr CIVIL SCALE Burlington Northern Santa Sal University Avenue, Suite 2� �T �� STA AR 100+00 TO STA AR 107+00 AS SHOWN Fe Railway Company. DATE Sacramento, California 9585 OF CAG�F� REV. DATE DESCRIPTION BY S JBL APP. I SEPTEMBER 13, 2001 F AIIIM